CN111636571A - Quick installation method of combined container house - Google Patents

Quick installation method of combined container house Download PDF

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Publication number
CN111636571A
CN111636571A CN202010450545.8A CN202010450545A CN111636571A CN 111636571 A CN111636571 A CN 111636571A CN 202010450545 A CN202010450545 A CN 202010450545A CN 111636571 A CN111636571 A CN 111636571A
Authority
CN
China
Prior art keywords
combined container
combined
container
room
house
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN202010450545.8A
Other languages
Chinese (zh)
Inventor
周明广
古纳
所明义
杨晓健
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
FANGCHENGGANG ZHONGYI HEAVY INDUSTRY CO LTD
China First Metallurgical Group Co Ltd
Original Assignee
FANGCHENGGANG ZHONGYI HEAVY INDUSTRY CO LTD
China First Metallurgical Group Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by FANGCHENGGANG ZHONGYI HEAVY INDUSTRY CO LTD, China First Metallurgical Group Co Ltd filed Critical FANGCHENGGANG ZHONGYI HEAVY INDUSTRY CO LTD
Priority to CN202010450545.8A priority Critical patent/CN111636571A/en
Publication of CN111636571A publication Critical patent/CN111636571A/en
Pending legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/343Structures characterised by movable, separable, or collapsible parts, e.g. for transport
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/343Structures characterised by movable, separable, or collapsible parts, e.g. for transport
    • E04B1/34315Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
    • E04B1/34326Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by longitudinal elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/388Separate connecting elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/64Insulation or other protection; Elements or use of specified material therefor for making damp-proof; Protection against corrosion
    • E04B1/644Damp-proof courses

Abstract

The invention relates to a quick installation method of a combined container house, which comprises the following steps: the method comprises the following steps that a first combined container room is hoisted and placed at a ground paying-off position according to construction requirements, a top plate at the upper part of the first combined container room is used as a positioning surface, positioners are installed at positions of four corner post preformed holes on the top plate, four corner post preformed holes on a lower bottom plate of a second combined container room are correspondingly placed on positioning rods of the four positioners of the first combined container room one by one, and nuts on the positioners are screwed down after the second combined container is in place so as to connect an upper combined container and a lower combined container into a whole; after the assembly of the combined container house is completed, the bearing device and the walkway device are installed on the box girder at the top of the container house at the uppermost layer. The positioner can be disassembled and assembled at any time and is adjustable, so that the positioner can be suitable for quickly assembling various bulk box bodies, the positioning difficulty of a box room in the hoisting process is reduced, and the installation efficiency is high.

Description

Quick installation method of combined container house
Technical Field
The invention relates to the technical field of house building construction, in particular to a quick installation method of a combined container house.
Background
Modern economy develops rapidly, more and more container type prefabricated houses are used as temporary buildings in cooperation with numerous engineering construction sites, meanwhile, along with the improvement of design and manufacturing levels, the safety and the comfort of the prefabricated houses are gradually improved, the use concept of the prefabricated houses is gradually accepted by the society, and the use rate is greatly improved. At present, any combined container house gradually enters the visual field of people, but in the combination process, the difficulty of precisely positioning and connecting different combined container houses is high, the butt positioning time consumption is long, and the overhead crane machine class cost is high. If can be quick effectual the problem of solving the hoist and mount butt joint, will improve the installation effectiveness by a wide margin, practice thrift crane machine class, reduce the cost. After the rear box bodies are connected in an abutting mode, rainwater enters a gap between the upper box body and the lower box body under the action of transverse wind, accumulated water is produced, and water leakage of a house is caused. Therefore, how to make the waterproof, how to put people on the original box body for construction and install equipment without damaging the roof which does not consider bearing is a difficult problem which needs to be solved by the combined container house building.
Disclosure of Invention
The invention aims to provide a quick installation method of a combined container house, which is convenient to install and quick to disassemble, improves the installation efficiency and the bearing capacity of the container house, and saves labor.
The scheme adopted by the invention for solving the technical problems is as follows:
a quick installation method for a combined container house comprises the following steps:
1) according to the construction requirements, a first combined container room is hoisted and placed at a ground paying-off position, a top plate at the upper part of the first combined container room is taken as a positioning surface, positioners are installed at the positions of reserved holes of four corner posts on the top plate, the positioners comprise positioning rods inserted in the reserved holes of the corner posts, fixing pieces fixedly sleeved on the positioning rods and nuts arranged at two ends of the positioning rods, the nuts at two ends of the positioning rods are taken off, a second combined container room is hoisted, the four reserved holes of the corner posts on a lower bottom plate of the second combined container room are correspondingly dropped on the positioning rods of the four positioners of the first combined container room one by one, after the second combined container room is in place, lower nuts on the positioning rods are screwed and fixed from the top surface inside the first combined container room and upper nuts on the positioning rods are screwed and fixed from the bottom surface inside the second combined container room, thereby connecting the upper and lower combined containers into a whole; the first layer of side-by-side combined containers connect two adjacent combined container rooms pairwise at the positions of the corner column reserved holes through connecting devices;
2) after the assembly of the combined container houses is completed, a bearing device is arranged on a box girder at the top of the container house at the uppermost layer;
3) still install the pavement device along its length direction on the case roof beam at superiors 'container house top, be provided with the locator in four corner post preformed holes of superiors' combination formula container, be provided with automatic flexible haulage rope on this locator, haulage rope on with four locators is connected and fixes a position in order to put the pavement device in the suitable position department of roofing through the haulage rope to the pavement device with four angles of pavement device respectively one-to-one ground, later fix the both ends of pavement device on the case roof beam at top, thereby fix the pavement device on top layer combination formula container house top surface through binding and steel wire lock with four haulage ropes at last.
Further, insert the breakwater in the gap between upper and lower floor's combination formula container, the breakwater include with upper and lower floor combination formula container respectively fixed connection's V shaped plate body and with the vertical baffle of connecting of V shaped plate body, when the installation breakwater, V shaped plate body on the breakwater insert establish in the gap between upper and lower floor's combination formula container room just the pointed portion of V shaped plate body sets up inwards, on the breakwater the baffle shelters from in lower floor's combination formula container room top department.
Furthermore, the bearing device comprises two first plate bodies which are arranged oppositely and a plurality of second plate bodies which are connected with the two first plate bodies, and the plurality of second plate bodies are arranged between the two first plate bodies at equal intervals.
Furthermore, the walkway device comprises two third plate bodies which are oppositely arranged and a plurality of fourth plate bodies which are connected with the two third plate bodies, and the plurality of fourth plate bodies are arranged between the two third plate bodies at equal intervals.
Compared with the prior art, the invention has at least the following beneficial effects:
1) the positioner can be disassembled and assembled at any time and is adjustable, so that the positioner can be suitable for quickly assembling various bulk box bodies, the positioning difficulty of a box room in the hoisting process is reduced, and the installation efficiency is high;
2) the water baffle of the method is made of light and easily-molded materials, is provided with the limiting clamp, can be directly installed without special tools, meets the requirement of quick installation, and can solve the problems of water accumulation and water leakage in the gap between the upper and lower container rooms by additionally installing the special water baffle;
3) according to the method, only the adjustable and detachable load-bearing device and the walkway device need to be added, the walkway device and the load-bearing device can be arbitrarily prolonged through the fastener according to needs, the combined container house does not need to be modified, the roof of the independent container house can be effectively protected, constructors and equipment are prevented from damaging the non-load-bearing container roof, the construction period is shortened, and the cost is saved;
4) by the method, more than two layers of multi-layer container type buildings can be assembled, so that the aim of quick assembly is fulfilled, and the structural strength of the buildings is ensured.
Drawings
FIG. 1 is a left side view of a container room according to one embodiment of the present invention;
FIG. 2 is a top plan view of a container room according to another embodiment of the present invention;
FIG. 3 is a schematic structural diagram of a positioner according to an embodiment of the present invention;
FIG. 4 is a left side view of the water deflector according to the embodiment of the present invention;
FIG. 5 is a top view of a container room according to an embodiment of the present invention;
FIG. 6 is a schematic structural view of a load bearing apparatus according to an embodiment of the present invention;
FIG. 7 is a schematic structural diagram of a walkway installation according to an embodiment of the invention;
fig. 8 is a schematic structural diagram of the connection of the third plate body according to the embodiment of the present invention.
Detailed Description
The following examples are provided to further illustrate the present invention for better understanding, but the present invention is not limited to the following examples.
As shown in fig. 1, the invention provides a method for quickly installing a combined container house, which comprises the following steps:
according to the construction requirements, a first combined container house 10 is hoisted and placed at a ground paying-off position, an upper top plate of the first combined container house 10 is used as a positioning surface, a positioner 20 is installed at the position of four corner post preformed holes on the top plate, see fig. 3, the positioner 20 comprises a positioning rod 201 inserted in the corner post preformed holes, a fixing sheet 202 fixedly sleeved on the positioning rod 201, nuts 203 and 204 arranged at two ends of the positioning rod 201, the nuts 203 at two ends of the positioning rod 201 are removed, a second combined container house 11 is hoisted, the four corner post preformed holes on a lower bottom plate of the second combined container house 11 are correspondingly dropped on the positioning rods 201 of the four positioners 20 of the first combined container house 10 one by one, after the second combined container house 11 is in place, due to the existence of the fixing sheet 202, the second combined container house 11 compresses the fixing sheet 202 on the top surface of the first combined container house 10, then, the lower nuts 203 on the positioning rods 201 are screwed and fixed from the top surface inside the first combined container house 10, and the upper nuts 204 on the positioning rods 201 are screwed and fixed from the bottom surface inside the second combined container house 11, so that the upper combined container house and the lower combined container house are connected into a whole, and thus, a large transverse wind load can be resisted; the four locators 20 are used for any plane, namely, the plane can be connected and combined with adjacent container rooms, and the locators can be repeatedly used. Two adjacent combined containers are connected in pairs at the positions of the corner column reserved holes of the first layer of the side-by-side combined container rooms through the connecting devices 21, as shown in fig. 2, the combined containers are combined at will, the connecting devices 21 can be obtained from the market, and 2 or 4 or even more combined container rooms can be integrally installed and hoisted.
For waterproof, insert breakwater 30 in the gap between upper and lower floor's modular container room, as shown in fig. 4, this breakwater 30 includes with upper and lower floor's modular container room respectively fixed connection's V-arrangement plate body 301 and with the vertical baffle 302 of being connected of V-arrangement plate body 301, when installing breakwater 30, V-arrangement plate body 301 on the breakwater 30 inserts and establishes in the gap between upper and lower floor's modular container room and V-arrangement plate body 301's point portion sets up inwards, baffle 302 on the breakwater 30 shelters from in lower floor's modular container room top department. The water baffle 30 is made of light and easily-molded materials, has the thickness of about 0.8 mm, small self weight, corrosion resistance and certain rigidity, and has the shape shown in figure 2, the V-shaped plate body 301 is directly plugged into the square steel of the bearing beam and can be tightly propped in the gap, so that the water baffle cannot fall off, and the water baffle cannot fall off even if being pulled manually. The V-shaped plate body 301 is used for being inserted into a connecting gap between layers of the container house, and can prevent external rainwater from flowing back to the gap between the upper layer and the lower layer through the gap to form accumulated water and finally leak water. And the blocking plate 302 on the water baffle 30 blocks the top of the next layer of combined container house in the gap, so that external rainwater cannot flow into the gap. The V-shaped plate body 301 can be connected with the upper and lower container rooms through lapping the 50mm plate bodies, and the three are fixed through rivets to enhance the integrity of the three.
After the assembly of the assembled container is completed, as shown in fig. 5, a load-bearing device 50 is installed on the box girder 40 at the top of the uppermost container room 12, and the load-bearing device 50 is used for bearing equipment. As shown in fig. 6, the load-bearing device 50 can be assembled by selecting a suitable area according to the actual size. The load-bearing device 50 includes two first plate bodies 501 arranged oppositely and a plurality of second plate bodies 502 connected to the two first plate bodies 501, and the plurality of second plate bodies 502 are arranged between the two first plate bodies 501 at equal intervals. In this embodiment, the load-bearing device 50 is a square steel plus square wood structure, the two first plate bodies 501 are two pieces of square steel with a length of 0.5-2 meters and a width of 50mm, the plurality of second plate bodies 502 are 3 pieces of square wood with a length of 1 meter, a thickness of 30mm and a width of 80mm, both the square wood and the square steel are processed with a reserved hole in advance, and a bolt penetrates through the reserved holes in the square wood and the square steel to connect the square wood and the square steel; when 50 long periods of bearing device of needs, can realize through the form of concatenation multiunit square steel and square timber, adopt the fastener to connect between the square steel, but the arbitrary combination dismantles recycle, and its size is adjusted according to equipment size.
In addition, in order to facilitate the construction of constructors on the top plate and avoid the damage of the top plate and the collapse risk, a walkway device 60 is further installed on the box girder 40 at the top of the container room 12 on the uppermost layer along the length direction thereof, locators 20 are arranged in the four corner column preformed holes of the combined container room on the uppermost layer, automatically telescopic traction ropes 70 are arranged on the locators 20, the traction ropes 70 on the four locators 20 are respectively connected with four corners of the walkway device 60 in a one-to-one correspondence manner and position the walkway device 60 through the traction ropes 70 so as to place the walkway device 60 at a proper position on the roof, then two ends of the walkway device 60 are fixed on the box girder 40 through fixing devices, and finally the four traction ropes 70 are fixed on the top surface of the combined container room on the top layer through a fastener and a steel wire lock so as to fix the walkway device 60. Referring to fig. 7 and 8, the walkway device 60 includes two third plate bodies 601 oppositely disposed and a plurality of fourth plate bodies 602 connecting the two third plate bodies 601, and the plurality of fourth plate bodies 602 are disposed between the two third plate bodies 601 at equal intervals. In this embodiment, as shown in fig. 4, the third plate 601 is square steel with a length of 3-6 m and a width of 50mm, the plurality of fourth plates 602 are 8 square timbers with a length of 1 m, a thickness of 30mm and a width of 80mm, both the square timbers and the square steel are processed with reserved holes in advance, and bolts pass through the reserved holes on the square timbers and the square steel to connect the square timbers and the square steel; when the required length of the walkway device 60 is long, the walkway device can be realized by splicing a plurality of groups of square steel and square wood, the square steel is connected by a fastener 603, and the fastener 603 can be locked by a nut. Wherein, the walkway device 60 is fixed at any position of the box girder 40 at the top of the uppermost combined container house by a fastener 604 and a wire lock 605. Before fixing, the traction ropes 70 on the four locators 20 on the uppermost combined container house are respectively connected with the two ends of the two square timber beams at the head and the tail of the walkway device 60, so that the walkway device 60 is conveniently positioned and fixed. The detachable walkway device is light in weight, detachable and capable of being combined at will, the two walkway devices 60 can be combined and prolonged at will through the fasteners 603, and the detachable walkway device can be detached and reused after construction. The detachable combined type walkway device 60 can move longitudinally and transversely according to the field condition, can temporarily encrypt or reduce the number of square timbers, and can be used as a ladder stand, so that the ladder stand can be conveniently used as a roof on the ladder stand and can also be used as a walkway on the roof.
While the foregoing is directed to the preferred embodiment of the present invention, other and further embodiments of the invention may be devised without departing from the basic scope thereof, and the scope thereof is determined by the claims that follow.

Claims (4)

1. A quick installation method of a combined container house is characterized by comprising the following steps:
1) according to the construction requirements, a first combined container room is hoisted and placed at a ground paying-off position, a top plate at the upper part of the first combined container room is taken as a positioning surface, positioners are installed at the positions of reserved holes of four corner posts on the top plate, the positioners comprise positioning rods inserted in the reserved holes of the corner posts, fixing pieces fixedly sleeved on the positioning rods and nuts arranged at two ends of the positioning rods, the nuts at two ends of the positioning rods are taken off, a second combined container room is hoisted, the four reserved holes of the corner posts on a lower bottom plate of the second combined container room are correspondingly dropped on the positioning rods of the four positioners of the first combined container room one by one, after the second combined container room is in place, lower nuts on the positioning rods are screwed and fixed from the top surface inside the first combined container room and upper nuts on the positioning rods are screwed and fixed from the bottom surface inside the second combined container room, thereby connecting the upper and lower combined containers into a whole; the first layer of side-by-side combined containers connect two adjacent combined container rooms pairwise at the positions of the corner column reserved holes through connecting devices;
2) after the assembly of the combined container houses is completed, a bearing device is arranged on a box girder at the top of the container house at the uppermost layer;
3) still install the pavement device along its length direction on the case roof beam at superiors 'container house top, be provided with the locator in four corner post preformed holes of superiors' combination formula container, be provided with automatic flexible haulage rope on this locator, haulage rope on with four locators is connected and fixes a position in order to put the pavement device in the suitable position department of roofing through the haulage rope to the pavement device with four angles of pavement device respectively one-to-one ground, later fix the both ends of pavement device on the case roof beam at top, thereby fix the pavement device on top layer combination formula container house top surface through binding and steel wire lock with four haulage ropes at last.
2. The method for rapidly installing the combined container house according to claim 1, wherein a water guard plate is inserted into a gap between the upper and lower combined containers, the water guard plate comprises a V-shaped plate body fixedly connected to the upper and lower combined containers respectively and a blocking plate vertically connected to the V-shaped plate body, when the water guard plate is installed, the V-shaped plate body on the water guard plate is inserted into the gap between the upper and lower combined container houses, a tip of the V-shaped plate body is arranged inward, and the blocking plate on the water guard plate blocks at the top of the lower combined container house.
3. The method for quickly installing a modular shipping container as claimed in claim 1, wherein the load-bearing device comprises two first plates disposed opposite to each other and a plurality of second plates connecting the two first plates, wherein the plurality of second plates are disposed at equal intervals between the two first plates.
4. The method for quickly installing a modular container house according to claim 1, wherein the walkway assembly comprises two third boards oppositely disposed and a plurality of fourth boards connecting the two third boards, and the plurality of fourth boards are disposed between the two third boards at equal intervals.
CN202010450545.8A 2020-05-25 2020-05-25 Quick installation method of combined container house Pending CN111636571A (en)

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CN202010450545.8A CN111636571A (en) 2020-05-25 2020-05-25 Quick installation method of combined container house

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Application Number Priority Date Filing Date Title
CN202010450545.8A CN111636571A (en) 2020-05-25 2020-05-25 Quick installation method of combined container house

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CN111636571A true CN111636571A (en) 2020-09-08

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113135487A (en) * 2021-04-28 2021-07-20 宁波聚达重工机械有限公司 Wharf crane

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102127952A (en) * 2011-03-18 2011-07-20 北京东方诚国际钢结构工程有限公司 Parapet wall crown rigid waterproof system
CN106939648A (en) * 2017-03-08 2017-07-11 国住人居工程顾问有限公司 A kind of container house intermodule tie point structure being accurately positioned and connection method
CN206539058U (en) * 2017-01-26 2017-10-03 广州市恒盛建设工程有限公司 A kind of bracing means of container sample room
CN109680845A (en) * 2018-12-28 2019-04-26 上海市建工设计研究总院有限公司 Precast concrete type unitized curtain wall piece water proof structure and construction method
CN209083073U (en) * 2018-11-13 2019-07-09 广东浩石模块化建筑有限公司 A kind of container house of insulation
CN209760894U (en) * 2019-04-02 2019-12-10 深圳雅致集成房屋有限公司 Connecting structure of container house

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102127952A (en) * 2011-03-18 2011-07-20 北京东方诚国际钢结构工程有限公司 Parapet wall crown rigid waterproof system
CN206539058U (en) * 2017-01-26 2017-10-03 广州市恒盛建设工程有限公司 A kind of bracing means of container sample room
CN106939648A (en) * 2017-03-08 2017-07-11 国住人居工程顾问有限公司 A kind of container house intermodule tie point structure being accurately positioned and connection method
CN209083073U (en) * 2018-11-13 2019-07-09 广东浩石模块化建筑有限公司 A kind of container house of insulation
CN109680845A (en) * 2018-12-28 2019-04-26 上海市建工设计研究总院有限公司 Precast concrete type unitized curtain wall piece water proof structure and construction method
CN209760894U (en) * 2019-04-02 2019-12-10 深圳雅致集成房屋有限公司 Connecting structure of container house

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113135487A (en) * 2021-04-28 2021-07-20 宁波聚达重工机械有限公司 Wharf crane
CN113135487B (en) * 2021-04-28 2021-11-16 宁波聚达重工机械有限公司 Wharf crane

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Application publication date: 20200908